JPH01142116A - Intake gate controller - Google Patents
Intake gate controllerInfo
- Publication number
- JPH01142116A JPH01142116A JP29930487A JP29930487A JPH01142116A JP H01142116 A JPH01142116 A JP H01142116A JP 29930487 A JP29930487 A JP 29930487A JP 29930487 A JP29930487 A JP 29930487A JP H01142116 A JPH01142116 A JP H01142116A
- Authority
- JP
- Japan
- Prior art keywords
- gate
- circuit
- data
- water intake
- deviation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 71
- 238000001514 detection method Methods 0.000 claims description 19
- 238000004364 calculation method Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 abstract description 3
- 230000001105 regulatory effect Effects 0.000 abstract 2
- 238000012795 verification Methods 0.000 description 10
- 238000012545 processing Methods 0.000 description 8
- 238000013459 approach Methods 0.000 description 4
- 238000005259 measurement Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012935 Averaging Methods 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 238000013524 data verification Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 230000003534 oscillatory effect Effects 0.000 description 1
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Abstract
Description
【発明の詳細な説明】
「産業上の利用分野」
本発明は1例えば重量部に設けた貯水池からの取水量を
制御して発電所の発出力量を制御する場合とか、農業用
水や飲料用水として下流の消費地での需要に合せて取水
量を制御する場合等に貯水池の取水口のゲートを制御す
るための取水口ゲート制御装置に関するものである。Detailed Description of the Invention "Industrial Application Field" The present invention is applicable to 1. For example, when controlling the amount of water intake from a reservoir provided in a heavy section to control the output amount of a power plant, or as agricultural water or drinking water. The present invention relates to a water intake gate control device for controlling the water intake gate of a reservoir when controlling the amount of water intake in accordance with the demand at downstream consumption areas.
「従来の技術」
一般に、貯水池から単位時間当りに実際に取水する取水
量と、予め、設定された取水量とを合致させるため、第
4図に示すように、取水量設定回路(21)で設定され
た取水量と流量計(7)で測定した計測値とを比較回路
(23)で比較し、その偏差Eiに対応した信号をコン
トローラ(24)に入力し、このコントローラ(24)
の出力Uでゲート昇降機(6)を制御し、ゲート(3)
を開閉・制御する方式が採られており、コントローラ(
24)としてはPIDコントローラ等を用いるのが通例
であった。"Prior Art" Generally, in order to match the amount of water actually taken per unit time from a reservoir with the amount of water that has been set in advance, a water intake amount setting circuit (21) is used as shown in Fig. 4. The comparison circuit (23) compares the set water intake amount with the measured value measured by the flowmeter (7), and inputs a signal corresponding to the deviation Ei to the controller (24).
The gate elevator (6) is controlled by the output U of the gate (3).
A method is adopted to open/close/control the controller (
24), it has been customary to use a PID controller or the like.
しかるに、取水量を必要取水量に過不足なく合致するよ
うに制御することは取水量制御装置では極めて重大であ
り、そのための流量計はできればこのゲート(3)近く
に設置されることがゲート(3)と流量計(7)との間
の時間遅れがなくて望ましいが、ゲート(3)の付近は
乱流状態のため正確な測定ができない、また、貯水池か
らの導水路がトンネル水路であるような場合、流量計(
7)はこのトンネル水路の後の沈砂池付近の整流場所に
設置すれば乱流がなく正確な測定はできるが、貯水池か
ら流量計(7)の設置場所までの距離が長すぎるため、
以下の問題が生じていた。However, it is extremely important for a water intake amount control device to control the amount of water intake so that it matches the required amount of water intake, and the flowmeter for this purpose should preferably be installed near this gate (3). 3) and the flow meter (7), which is desirable, but accurate measurements cannot be made due to turbulence near the gate (3), and the headrace channel from the reservoir is a tunnel channel. In such cases, use a flow meter (
If 7) is installed at a rectification location near the settling basin after this tunnel waterway, there will be no turbulence and accurate measurements can be made, but the distance from the reservoir to the location where the flow meter (7) is installed is too long.
The following problems occurred.
「発明が解決しようとする問題点」 取水口のゲート(3)と流量計(7)との距離が長す。"The problem that the invention attempts to solve" The distance between the water intake gate (3) and the flow meter (7) is long.
ぎると、ゲート(3)の開度の変化に伴う流量変化が流
量計(7)で検出されるまでの時間遅れが大きいため、
この制御系はむだ時間を含み、従来のPIDコントロー
ラの使用の下では制御系がうまく動作しなかった。すな
わち、コントローラ(24)のゲインを大きくすると制
御系が不安定となり、その結果、取水量が上下に大きく
変動し、この変動かなかなかおさまらず、逆にコントロ
ーラ(24)のゲインを小さくすると取水量設定回路の
値を変更した場合実際の取水量が設定された取水量に近
づくまでは長時間を要するという問題があった。If the flow rate changes too much, there will be a large time delay until the flow rate change due to the change in the opening degree of the gate (3) is detected by the flow meter (7).
This control system included dead time, and the control system did not operate well under the use of conventional PID controllers. In other words, when the gain of the controller (24) is increased, the control system becomes unstable, and as a result, the amount of water intake fluctuates greatly up and down, and this fluctuation does not subside easily.On the other hand, when the gain of the controller (24) is decreased, the amount of water intake becomes unstable. There is a problem in that when the value of the setting circuit is changed, it takes a long time until the actual water intake amount approaches the set water intake amount.
本発明は比較的簡単な制御装置で速溶性と定常特性を改
善し、実際的で有効な制御装置を提供することを目的と
するものである。−
r問題点を解決するための手段」−
上記目的達成のため、本発明は貯水池の取水口に取水量
を制御する取水口ゲートを設け、この取水口ゲートから
離れた整流場所に流量計を設置し。The object of the present invention is to improve rapid solubility and steady-state characteristics with a relatively simple control device, and to provide a practical and effective control device. - Means for Solving the Problems - In order to achieve the above object, the present invention provides an intake gate for controlling the amount of water intake at the intake of a reservoir, and a flow meter at a rectification location away from the intake gate. Installed.
この流量計で流量を測定して、取水量設定器に設定され
た流量に制御する装置において、前記取水量設定器のデ
ータと前記流量計のデータとを比較し、流量偏差を検出
する偏差検出回路と、この偏差検出回路の偏差データに
基づき、前記取水口ゲートの開度制御信号を出力する微
調整制御回路と、取水池の水位データと取水量設定器の
データに基づき予め設定された演算式によりゲート開度
を演算し、ゲートの開度制御信号を出力する即応調整制
御回路と、前記偏差検出回路の流量偏差値がある閾値以
下のとき前記微調整制御回路を選択し、前記流量偏差値
がある閾値を越えたとき即応制御回路を選択する選択切
替回路とを具備してものである。In a device that measures the flow rate with this flow meter and controls the flow rate to the flow rate set in the water intake amount setting device, deviation detection detects a flow rate deviation by comparing the data of the water intake amount setting device and the data of the flow meter. a fine adjustment control circuit that outputs an opening control signal for the water intake gate based on the deviation data of the deviation detection circuit, and a preset calculation based on the water level data of the intake reservoir and the data of the water intake amount setting device. A quick response adjustment control circuit calculates the gate opening according to a formula and outputs a gate opening control signal, and a fine adjustment control circuit selects the fine adjustment control circuit when the flow deviation value of the deviation detection circuit is less than a certain threshold. The device includes a selection switching circuit that selects the immediate response control circuit when the value exceeds a certain threshold.
「作用」
取水量の設定値データと実際の流量データとを偏差検出
回路に入力してその偏差値を求め、その偏差値E1があ
る閾値の範囲を越えたときは即応。"Function" The set value data of water intake amount and the actual flow rate data are input to the deviation detection circuit to find the deviation value, and if the deviation value E1 exceeds a certain threshold range, immediate response is taken.
制御回路でゲートの制御を行なう、即応制御1回路は取
水量設定値と水位計の水位データに基づいてゲート開度
演算回路で求められた目標ゲート開度に実際のゲート開
度を一致せしめる様に制御する。The quick response control circuit 1, which controls the gate with the control circuit, makes the actual gate opening match the target gate opening calculated by the gate opening calculation circuit based on the water intake amount set value and the water level data of the water level meter. to control.
すると、この制御システムにはむだ時間要素が含まれな
いので、実際のゲート開度は速やかに目標グー5ト開度
に近づくように制御される。すなわち、前記閾値をゲー
ト開1度演算回路で用−するモデルと実際のゲートとの
誤差を考慮した値にとっ−ておけば、前記偏差データが
この閾値の範囲を越えているときは速やかにこの閾値の
範囲内に入るように制御が行なわれる。Then, since this control system does not include a dead time element, the actual gate opening is controlled to quickly approach the target gate opening. In other words, if the threshold value is set to a value that takes into account the error between the model used in the gate opening degree calculation circuit and the actual gate, when the deviation data exceeds the range of this threshold value, the Control is performed to fall within the range of this threshold value.
つぎに、*記偏差データが前記閾値の範囲内に収まった
ことを偏差検出回路が検出すると微調整制御回路に切替
えてゲートの制御を行う。Next, when the deviation detection circuit detects that the * deviation data falls within the range of the threshold value, it switches to the fine adjustment control circuit and controls the gate.
微調整制御回路は取水量設定量と流量計の計測データと
の偏差に基づいて直接ゲート開度を制御するものであり
、又制御出力はゲートから流量計設定場所までの着水時
間に基づくある一定時間毎に出力されるものであるから
、整定には長時間を要するが、偏差が微少であり、制御
系が振動的になることもなく、前記偏差を漸近的に減衰
させ。The fine adjustment control circuit directly controls the gate opening based on the deviation between the set amount of water intake and the flowmeter measurement data, and the control output is based on the water landing time from the gate to the flowmeter setting location. Since it is output at fixed time intervals, it takes a long time to settle, but the deviation is minute and the control system does not become oscillatory, and the deviation is asymptotically attenuated.
かつ安定な制御を行なう、又初めから前記偏差が前記閾
値の範囲内にあるときは最初から微調整制御回路で制御
を行なう。Moreover, when the deviation is within the range of the threshold value from the beginning, the fine adjustment control circuit performs the control from the beginning.
「実施例」
以下、第1図、第2図および第3図に基づいて本発明の
詳細な説明する。"Example" Hereinafter, the present invention will be described in detail based on FIGS. 1, 2, and 3.
第2図において、(1)は貯水池である。この貯水池(
1)の周縁の1個所の取水口(2)に取水量を制御する
ための開閉可能なゲート(3)が設けられている。前記
取水口(2)は地形的に相当長いトンネル水路からなる
導水路(4)で沈砂池(5)まで導かれているものとす
る。この沈砂池(5)の出、口付近、であって整流状態
の導水路(4)に流量を測るための流量計(7)が設置
されている。前記貯水池(1)には水位計(8)が設置
されている。In Figure 2, (1) is a reservoir. This reservoir (
A gate (3) that can be opened and closed for controlling the amount of water intake is provided at one water intake port (2) on the periphery of the tank 1). It is assumed that the water intake (2) is led to the sand settling pond (5) by a headrace (4) consisting of a topographically quite long tunnel waterway. A flowmeter (7) for measuring the flow rate is installed near the outlet and mouth of the sand settling basin (5) in the headrace channel (4) in a rectified state. A water level gauge (8) is installed in the reservoir (1).
つぎに、第1図において、前記取水口ゲート(3)に臨
ませてゲート開度を測定するためのゲート開度計(9)
が設置されており、また、ゲート(3)の開閉を制御す
るためのゲート昇降機(6)が設けられている。前記流
量計(7)、前記水位計(8)および前記ゲート開度計
(9)はゲート制御装置I(10)の入力信号検定処理
回路(11)に結合されている。この入力信号検定処理
回路(11)の流量データ出力側は、取水量設定回路(
21)とともに、偏差検出回路(13)に結合され、ま
た水位データ出力側は前記取水量設定回路(21)とと
もに、即応調整制御回路(14)のゲート開度演算回路
(15)に結合され、さらに、ゲート開度データ出力側
は即応調整制御回路(14)の比較回路(16)に結合
されている。この比較回路(16)の出力側は即応調整
制御回路(14)の制御回路(1))の入力側に結合さ
れている。前記偏差検出回路(13)は偏差データライ
ン側が微調整制御回路(18)を介して選択切替回路(
19)に結合され、さらに前記即応調整制御回路(14
)が選択切替回路(19)の入力側に結合され、この選
択切替回路(19)の出力側は前記ゲート昇降機(6)
に結合されている。Next, in FIG. 1, a gate opening meter (9) is placed facing the water intake gate (3) to measure the gate opening.
is installed, and a gate elevator (6) for controlling the opening and closing of the gate (3) is also provided. The flow meter (7), the water level meter (8), and the gate opening meter (9) are coupled to an input signal verification processing circuit (11) of the gate control device I (10). The flow rate data output side of this input signal verification processing circuit (11) is connected to the water intake amount setting circuit (
21) and the deviation detection circuit (13), and the water level data output side is coupled together with the water intake amount setting circuit (21) to the gate opening calculation circuit (15) of the immediate adjustment control circuit (14); Further, the gate opening data output side is coupled to a comparison circuit (16) of the immediate adjustment control circuit (14). The output side of this comparison circuit (16) is coupled to the input side of the control circuit (1)) of the immediate adjustment control circuit (14). The deviation detection circuit (13) has a deviation data line side connected to a selection switching circuit (13) via a fine adjustment control circuit (18).
19) and further coupled to the immediate response adjustment control circuit (14).
) is coupled to the input side of the selection switching circuit (19), and the output side of this selection switching circuit (19) is connected to the gate elevator (6).
is combined with
つぎに1本発明による装置の作用を説明する。Next, the operation of the apparatus according to the present invention will be explained.
前記流量計(7)、前記水位計(8)、前記ゲート開度
計(9)の信号が入力信号検定処理回路(11)でデー
タの照合、BCDチエツク、奇数パリティチエツク、測
定範囲逸脱チエツク、急変チエツクなどの検定が行なわ
れ、処理されて、流量データ、水位データ、ゲート開度
データが出力される。取水量設定回路(21)で予め設
定したデータと入力信号検定処理回路(11)の流量デ
ータとが偏差検出回路(13)に入力され、その偏差E
1が求められ、この偏差E1が選択切替回路(19)と
微調整制御回路(18)に送られる。The signals of the flow meter (7), the water level meter (8), and the gate opening meter (9) are input to the input signal verification processing circuit (11), which performs data verification, BCD check, odd parity check, measurement range deviation check, Verification such as sudden change check is performed and processed, and flow rate data, water level data, and gate opening data are output. The data set in advance by the water intake amount setting circuit (21) and the flow rate data of the input signal verification processing circuit (11) are input to the deviation detection circuit (13), and the deviation E is inputted into the deviation detection circuit (13).
1 is determined, and this deviation E1 is sent to the selection switching circuit (19) and the fine adjustment control circuit (18).
ここで、前記偏差E1が前記閾値の範囲を越えているも
のとすると、即応調整制御回路(14)が選択さ熟、ゲ
ート昇降機(6)に結合されて、以下の即応調整制御が
行なわれる。Here, if the deviation E1 exceeds the range of the threshold value, the immediate response adjustment control circuit (14) is selected and coupled to the gate elevator (6), and the following immediate response adjustment control is performed.
まず、前記取水量設定回路(21)の設置データと前記
入力信号検定処理回路(11)の水位データとがゲート
開度演算回路(15)に送られ、このゲート開度演算回
路(15)でゲート(3)の目標開度aが計算され、出
力される。First, the installation data of the water intake amount setting circuit (21) and the water level data of the input signal verification processing circuit (11) are sent to the gate opening calculation circuit (15). The target opening degree a of the gate (3) is calculated and output.
前記目標開度aの演算は(1)式に従ってなされる。The target opening degree a is calculated according to equation (1).
、 a = Qs/ C−B −(Ti’E’;
−(1)(1)式中、Qsは前記取水量設定回路(2
1)の設定値、Cはゲート(3)の流量係数、Bはゲー
ト(3)の流出中である。また、h、は第3図に示すゲ
ート(3)の開口の平均深さで、基準場所で測定した水
位を入力信号検定処理回路(11)で処理して得られた
水位りのデータと前部(1)式で求められるゲート開度
aによって定まる値である。水位りは波などの影響をな
くすため、約2秒間隔でサンプリングし、その直前の6
0個のデータを単純平均した移動平均値を採用し、ゲー
ト開度aもその都度更新する。, a = Qs/C-B-(Ti'E';
-(1) In formula (1), Qs is the water intake amount setting circuit (2
1), C is the flow rate coefficient of the gate (3), and B is the outflow of the gate (3). In addition, h is the average depth of the opening of the gate (3) shown in Fig. 3, and is the average depth of the opening of the gate (3) shown in Fig. 3. This is a value determined by the gate opening degree a determined by equation (1). To eliminate the influence of waves, the water level is sampled at approximately 2 second intervals, and
A moving average value obtained by simply averaging 0 data is used, and the gate opening degree a is also updated each time.
” ’M’*ゲートi度演算口演算回路)で計算された
目標開度=と前記入力信号検定処理回路(11)のゲー
ト開度データとが比較回路(16)で比較され、この比
較値E3に基づいて前記制御回路(17)によりゲート
制御信号Urが出力され1選択切替回路(19)を介し
てゲート昇降機(6)へ送られる。このゲート昇降機(
6)は計算された目標開度aに近づくようにゲート(3
)を上昇または下降する。このゲート(3)の開度が開
度計(9)で計測され、入力信号検定処理回路(11)
を介して即応調整制御回路(14)の比較回路(16)
にフィードバックされている。このフィードバック制御
により、ゲート(3)のゲート開度が目標開度aに収束
し、ゲート(3)から流れる実際の流量示取水量設定回
路(21)で設定した値Qsに近づき、偏差検出回路(
13)の偏差E、が減少する。"'M'*Gate i degree calculation circuit) The target opening = calculated by the gate i degree calculation circuit) and the gate opening data of the input signal verification processing circuit (11) are compared in the comparison circuit (16), and this comparison value Based on E3, the control circuit (17) outputs a gate control signal Ur and sends it to the gate elevator (6) via the 1 selection switching circuit (19).
6) is the gate (3) that approaches the calculated target opening degree a.
) to rise or fall. The opening degree of this gate (3) is measured by an opening meter (9), and the input signal verification processing circuit (11)
Comparison circuit (16) of the immediate adjustment control circuit (14) via
feedback has been provided. Through this feedback control, the gate opening degree of the gate (3) converges to the target opening degree a, approaches the value Qs set by the actual flow rate indication water intake amount setting circuit (21) flowing from the gate (3), and the deviation detection circuit (
13) deviation E decreases.
この偏差検出回路(13)の偏差Eiが前記閾値の範囲
内に収束すると、選択切替回路(19)はゲート(3)
から流量計(7)までの着水時間を考慮して定められた
時間後に、微調整制御回路(18)に切替える。When the deviation Ei of the deviation detection circuit (13) converges within the range of the threshold value, the selection switching circuit (19) selects the gate (3).
After a predetermined time taking into consideration the landing time from the flowmeter to the flowmeter (7), the fine adjustment control circuit (18) is switched on.
この微調整制御回路(18)は一定時間間隔で制御信号
Ufを出力する。偏差検出回路(13)の偏差E1が前
記閾値内にあるときは選択切替回路(19)は微調整制
御回路(18)を選択し、ゲート昇降機(6)を介して
ゲート(3)が制御され、ゲート(3)からの流量が流
量計(7)、入力信号検定回路(11)を介して偏差検
出回路(13)にフィードバックされている。This fine adjustment control circuit (18) outputs a control signal Uf at regular time intervals. When the deviation E1 of the deviation detection circuit (13) is within the threshold value, the selection switching circuit (19) selects the fine adjustment control circuit (18), and the gate (3) is controlled via the gate elevator (6). , the flow rate from the gate (3) is fed back to the deviation detection circuit (13) via the flowmeter (7) and the input signal verification circuit (11).
なお、上記実施例において微調整制御回路(18)から
出力される制御信号は連続的な値をとるものについて述
べたが、離散的な値、例えば+1と−1の2つの値だけ
をとるパンパン制御のようなものとしてもよい。In the above embodiment, the control signal output from the fine adjustment control circuit (18) has been described as having a continuous value, but it has been described that the control signal output from the fine adjustment control circuit (18) takes discrete values, for example, only two values, +1 and -1. It may be something like control.
「発明の効果」
本発明は上記のように構成したから、取水口ゲートから
流量計設置場所までの距離が長くても、設定取水量の大
きな変化に対しては即応制御回路が取水量の偏差E1を
ある一定範囲内に入るように素早く追従させ、取水量の
偏差E1が小さくなったときは微調整制御回路が着水の
遅れによるむだ時間の影響を除去して、緩やかな動作を
行ない、取水量偏差E1を許容範囲内に収めるよう制御
する。さらに、大がかりな制御装置や大がかりな計測器
を必要とせず、ごく簡単な制御装置と計測器で実現でき
る。従って、本発明により実用的に有効な制御が安価な
制御装置によってなし得るという効果が得られる。"Effects of the Invention" Since the present invention is configured as described above, even if the distance from the water intake gate to the flow meter installation location is long, the immediate control circuit can respond to large changes in the set water intake amount. E1 is quickly followed so that it falls within a certain range, and when the deviation E1 of water intake becomes small, the fine adjustment control circuit removes the influence of dead time due to the delay in water landing and performs a gentle operation. The water intake amount deviation E1 is controlled to be within an allowable range. Furthermore, it does not require a large-scale control device or large-scale measuring device, and can be realized with a very simple control device and measuring device. Therefore, the present invention has the effect that practically effective control can be performed by an inexpensive control device.
第1図は本発明による取水口ゲート制御装置の一実施例
を示すブロック図、第2図は実際の配置例の説明図、第
3図は取水口ゲートの斜視図、第4図は従来の制御方式
のブロック図である。
(1)・・・貯水池、(2)・・・取水口、(3)・・
・取水口ゲート、(4)・・・導水路、(5)・・・沈
砂池、(6)・・・ゲート昇降機、(7)・・・流量計
、(8)・・・水位計、(9)・・・開度計、(10)
・・・取水口ゲート制御装置、(11)・・・入力信号
検定処理回路、(13)・・・偏差検出回路、(14)
・・・即応調整制御回路、(15)・・・ゲート開度演
算回路、(16)・・・比較回路、(17)・・・制御
回路、(18)・・・微調整制御回路、(19)・・・
選択切替回路、(21)・・・取水量設定回路、(23
)・・・比較回路、(24)・・・コントローラ。Fig. 1 is a block diagram showing one embodiment of the intake gate control device according to the present invention, Fig. 2 is an explanatory diagram of an actual arrangement example, Fig. 3 is a perspective view of the intake gate, and Fig. 4 is a conventional FIG. 2 is a block diagram of a control method. (1)...Reservoir, (2)...Water intake, (3)...
・Intake gate, (4)...headrace, (5)...sand basin, (6)...gate elevator, (7)...flow meter, (8)...water level gauge, (9)... Openness gauge, (10)
... Water intake gate control device, (11) ... Input signal verification processing circuit, (13) ... Deviation detection circuit, (14)
... Immediate adjustment control circuit, (15) ... Gate opening calculation circuit, (16) ... Comparison circuit, (17) ... Control circuit, (18) ... Fine adjustment control circuit, ( 19)...
Selection switching circuit, (21)...Water intake amount setting circuit, (23
)...comparison circuit, (24)...controller.
Claims (4)
を設け、この取水口ゲートから離れた整流場所に流量計
を設置し、この流量計で流量を測定して、取水量設定器
に設定された流量に制御する装置において、前記取水量
設定器のデータと前記流量計のデータとを比較し、流量
偏差を検出する偏差検出回路と、この偏差検出回路の偏
差データに基づき、前記取水口ゲートの開度制御信号を
出力する微調整制御回路と、取水池の水位データと取水
量設定器のデータに基づき予め設定された演算式により
ゲート開度を演算し、ゲートの開度制御信号を出力する
即応調整制御回路と、前記偏差検出回路の流量偏差値が
ある閾値以下のとき前記微調整制御回路を選択し、前記
流量偏差値がある閾値を越えたとき即応制御回路を選択
する選択切替回路とを具備してなることを特徴とする取
水口ゲート制御装置。(1) Install an intake gate at the water intake of the reservoir to control the amount of water intake, install a flow meter at a rectification location away from the intake gate, measure the flow rate with this flow meter, and set it on the water intake amount setting device. In a device that controls the flow rate to a set flow rate, there is a deviation detection circuit that compares the data of the water intake amount setter with the data of the flow meter and detects a flow rate deviation, and the water intake is controlled based on the deviation data of this deviation detection circuit. A fine adjustment control circuit that outputs a gate opening control signal, and a gate opening control circuit that calculates the gate opening using a preset calculation formula based on the water level data of the intake pond and the data of the water intake amount setting device, and outputs the gate opening control signal. a quick-response adjustment control circuit that outputs the same, and a selection that selects the fine-adjustment control circuit when the flow rate deviation value of the deviation detection circuit is below a certain threshold value, and selects the quick-response control circuit when the flow rate deviation value exceeds a certain threshold value. A water intake gate control device comprising a switching circuit.
がある一定巾の不感帯内に留まるように一定の大きさの
ゲート制御信号を出力するものからなる特許請求の範囲
第1項記載の取水口ゲート制御装置。(2) The water intake according to claim 1, wherein the fine adjustment control circuit outputs a gate control signal of a constant magnitude so that the deviation data from the deviation detection circuit remains within a dead zone of a certain width. Mouth gate control device.
閾値を越えたときは直ちに即応調整回路に切替え、前記
閾値内に入ってきたときは一定時間経過後に微調整制御
回路に切替えるようにしたものからなる特許請求の範囲
第1項または第2項記載の取水口ゲート制御装置。(3) The selection switching circuit immediately switches to the immediate adjustment circuit when the deviation data of the deviation detection circuit exceeds a certain threshold, and when it falls within the threshold, switches to the fine adjustment control circuit after a certain period of time has elapsed. A water intake gate control device according to claim 1 or 2, comprising:
データとに基づき、予め設定された演算式でゲート開度
を演算するゲート開度演算回路と、このゲート開度演算
回路のデータとゲート開度計のデータとの偏差に基づい
てゲート開度制御信号を出力する制御回路とからなる特
許請求の範囲第1項、第2項または第3項記載の取水口
ゲート制御装置。(4) The immediate adjustment control circuit includes a gate opening calculation circuit that calculates the gate opening using a preset calculation formula based on the data of the water intake amount setting device and the water level data, and the data of this gate opening calculation circuit. The water intake gate control device according to claim 1, 2, or 3, comprising a control circuit that outputs a gate opening control signal based on a deviation from data of a gate opening meter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29930487A JPH01142116A (en) | 1987-11-27 | 1987-11-27 | Intake gate controller |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29930487A JPH01142116A (en) | 1987-11-27 | 1987-11-27 | Intake gate controller |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01142116A true JPH01142116A (en) | 1989-06-05 |
JPH0440485B2 JPH0440485B2 (en) | 1992-07-03 |
Family
ID=17870801
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29930487A Granted JPH01142116A (en) | 1987-11-27 | 1987-11-27 | Intake gate controller |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01142116A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015040467A (en) * | 2013-08-23 | 2015-03-02 | 三菱重工メカトロシステムズ株式会社 | Opening display system |
-
1987
- 1987-11-27 JP JP29930487A patent/JPH01142116A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015040467A (en) * | 2013-08-23 | 2015-03-02 | 三菱重工メカトロシステムズ株式会社 | Opening display system |
Also Published As
Publication number | Publication date |
---|---|
JPH0440485B2 (en) | 1992-07-03 |
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